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Reliability-based topology optimization by ground structure method employing a discrete filtering technique

机译:采用离散滤波技术的地面结构方法基于可靠性的拓扑优化

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When conventional filtering schemes are used in reliability-based topology optimization (RBTO), identified solutions may violate probabilistic constraints and/or global equilibrium. In order to address this issue, this paper proposes to incorporate a discrete filtering technique termed the discrete filtering method (Ramos Jr. and Paulino 2016) into RBTO using the elastic formulation of the ground structure method. The discrete filtering method allows the optimizer to achieve more physically realizable truss designs in which thin bars are eliminated while ensuring global equilibrium. The method uses a potential-energy-based approach with Tikhonov regularization to solve the singular system of equations that may result from imposing the discrete filter. Combining this method with RBTO allows us to use the reliability-based truss sizing optimization for the purpose of topology optimization under uncertainties. Furthermore, a single-loop approach is adopted to enhance the computational efficiency of the proposed RBTO method. Numerical examples of two- and three-dimensional engineering designs demonstrate useful features of the proposed method and illustrate the influence of the discrete filter and parameter uncertainties on the optimization results. In order to check if the optimal topologies obtained by the proposed approach satisfy the constraints on the failure probabilities, structural reliability analysis is also performed using the first-order reliability method and Monte Carlo simulations.
机译:当传统的滤波方案用于基于可靠性的拓扑优化(RBTO)时,所识别的解决方案可能违反概率约束和/或全局平衡。为了解决这个问题,本文提出使用基于地面结构方法的弹性配方,将离散滤波方法(Ramos Jr.和Pailino 2016)称为离散滤波方法(Ramos Jr.和Pailino 2016)。离散滤波方法允许优化器实现更具物理可实现的桁架设计,其中在确保全局平衡的同时消除了薄杆。该方法采用基于潜在的能量的方法,具有Tikhonov正规化,以解决可能导致离散滤波器可能导致的等式的奇异系统。将这种方法与RBTO相结合允许我们使用基于可靠性的桁架大小优化,以便在不确定因素下的拓扑优化的目的。此外,采用单回路方法来增强所提出的RBTO方法的计算效率。两维工程设计的数值示例展示了所提出的方法的有用特征,并说明了离散滤波器和参数不确定性对优化结果的影响。为了检查所提出的方法所获得的最佳拓扑,是否满足失败概率的约束,也使用一阶可靠性方法和蒙特卡罗模拟来执行结构可靠性分析。

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